Hi, i am modeling a wood pole structure in pls pole, the structure is tangent double deadend - in line guyed -, so the matter is that i don´t know how to define the effetive lenght factor ´´K´´ for the Gere - Carter nominal method for this case. I have read the RUS Bulletin and pls pole manual...
Hi, im new using pls pole and want to make a load case (.lca) file, but first i want to make sure the meaning of some items such as:
1 Dead Load Factor
2. Wind area factor
I have read that the dead load factor consist on taking account the weight of every element that is installed permanently...
Hi, im new using pls pole and want to make a load case (.lca) file, but first i want to make sure the meaning of some items such as:
1 Dead Load Factor
2. Wind area factor
I have read that the dead load factor consist on taking account the weight of every element that is installed permanently...
Hi, im new using pls pole and want to make a load case (.lca) file, but first i want to make sure the meaning of some items such as:
1 Dead Load Factor
2. Wind area factor
I have read that the dead load factor consist on taking account the weight of every element that is installed permanently...